大型整孔预制PC箱梁吊装设计研究
作者:
作者单位:

浙江数智交院科技股份有限公司,浙江 杭州 310030

作者简介:

吴亚东(1988—), 男, 硕士, 高级工程师, 从事桥梁设计工作。

通讯作者:

中图分类号:

U445;TU997

基金项目:


Research on Hoisting Design of Large-scale Full-span Prefabricated PC Box Girder
Author:
Affiliation:

Zhejiang Digital Intelligence Transportation Institute Technology Co., Ltd., Hangzhou 310030, China

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    摘要:

    位于沿海滩涂或浅海区的大型高架桥,整孔预制混凝土箱梁由于较好的制造质量及结构耐久性,在具备大型预制场等临建设施的条件下,能充分发挥规模优势,具备良好的技术、经济性。由于预制箱梁施工过程中需要多次转场,吊装重量大,需进行必要的专项设计。结合杭甬高速复线宁波段一期工程项目,通过对吊装工况的精细化分析,研究了设置腹板外竖向精轧螺纹钢筋吊装方案,以改善吊装受力状态及技术经济性。

    Abstract:

    For the large-scale elevated bridges located in coastal mudflats or shallow sea, the full-span prefabricated concrete box girders can fully play the scale advantage and have the good technology and economical efficiency because of the good manufacturing quality and structural durability under the condition of having temporary facilities such as large-scale prefabrication yards. Due to the need for multiple site transfers during the construction of prefabricated box girders and the large hoisting weight, the necessary special designs are required. Combined with the Hangzhou-Ningbo Expressway Duplex Line (Ningbo Section) Phase I Project, through the refined analysis on the hoisting condition, the hoisting scheme of vertical precisely-rolled threaded steel bars outside the web is studied to improve the hoisting force state and technical economy.

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引用本文

吴亚东.大型整孔预制PC箱梁吊装设计研究[J].城市道桥与防洪,2026,(1):311-313.

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历史
  • 收稿日期:2025-03-19
  • 最后修改日期:2025-07-01
  • 录用日期:2025-07-03
  • 在线发布日期: 2025-12-28
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